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Home My WebLink AboutNOTICE OF PRODUCT CERTIFICATIONSCANNED BY 5t, iLOS (Cou* ELUde VED rum , perrl3rt,r,(, NOTICE OF PRODUCT CERTIFICATION v" y • ;^Actet t Company: Masonite International Corporation Certification No.: N1013747-Rl 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 >� Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass (Tempered) The "Not' a of Product Certification" is only valid if the NAM[ Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's ertified Product Listin at www.Namicertiriication.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Numbeill Confi ration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments 1/S Opaque 3'0" x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 .s.. Anchor Details-DWG-MA-11021 - O/S Opaque ' x 6'8- +70/-70 3.0 psf Yes ATLNC 1001.01-13/W-1857 Si le 4.5 psf' Maximum Panel Size: 3'0" x G'8" 7.50 or Details-DWG-MA-1'L021 I-17 I/S Opaque x 0 psf Yes NCTL- - - Do le Maximum Panel Size: 3'0" x 6'8" ti Anchor Details-DWG-MA-110211-17 O/S Opaque 6'0" x 6'8" +551-55 3.0 psf Yes NCTL-210-2930.1 Dot le 4.5 psf Maximum Panel Size: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-1'1_0211-17 XO X US Opaque Door 6'0" x 6'8" +551-55 0 psf Door -Yes NCTL-210-2930-1 Single Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6's" Anchor Details-DWG-MA-FL0211-17 XO X O/S Opaque Door 6'0" x 6'8" +55/-55 3.0 psP Door -Yes NCTL-210-2930.1 Single 1 Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'V/Sidelite:3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-1:1.0211-17 01 I/S Opaque Door 9'0" x 6'8" +551-55 0 psf Door -Yes NCTL-210-2930-I Single w idelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 0 O/S Opaque Door 9'0" x 6'8" +551-55 3.0 psP Door -Yes NCTL-210-2930.1 Single w idelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x WV/Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OK 0 1/S Opaque Door 12'4" x 6'8" +551-55 0 psf Door -Yes NCTL-210-2930-1 Double w idelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-I1 L0211-17 OX O O/S Opaque Door 12'4" x 6'8" +55/-55 3.0 psP Door -Yes NCTL-210-2930-1 Double w idelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x Ci V/Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-1'1-0211.17 I -Denotes aun�[r Outswing Threshald 2 -Denotes 7.Series Outswing Threshold 3-Hi-Dam Outs"ing Threshold 4.Pro 7'4'rhreshold 5-HP Outsring Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: �� h1 MASONITE. WOOD -EDGE STEEL DOOR UNIT 6'-8° UBLE DOOR WITH / WITHOUT SIDELITES cEaEeALB.o3Es i. EVALUATED FO USE IN LOCATIONS ADHERING TO THE FLORIDA ILDING CODE AND WHERE PRESSURE REQUIREMENT DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS OR BUILDINGS AND OTHER STRUCTURES, DOES NOT E" ED THE DESIGN PRESSURES LISTED. 2. HURRICANE P TECTNE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PAN , BUT IS REOUIR D ON GLAZED SIDEUTES. 3. WHEN INSTALL IN THE WIND-BORNE DEBRIS REGION, EXCLUDING TH HIOH VELOCITY HURRICANE ZONE (HNTC). HURRICANE PR CTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR P El5 WID1 IMPACT GLASS, BUT IS REQUIRED ON PANELS W NON- IMPACT GLASS. 4. POLYURETHANE ORE FLAME SPREAD INDEX OF 50 AND SMOKE 05 OPED INDEX OF 60 PER ASTM EB4. 5. PLASTICS TESTI : 149" MAY. OWRAIL MWE WIDTII 21' MAX 36.375" MAX. D.LO.- _PANEL WIDTH 37.5' MAX. FRAME WIDTH W/ASTRAGAL s nC b 3 ad 3 1 • COMPARA NSILE STRENGTH AFTER WEATHERING 4WOCONI HOURS ENON ARC METHOD 1 90�� 1 ® ® ® ® ® ®® DOUBLE DOOR UNIT SINGLE DOOR VNI7 SINGLE DOOR UNU ABLSIQELlu WITH SfpFuT DOUBLE DOOR UNIT VY SIDELITES ,aINGLE_DOOR UNIT IY/SIDEJjjES QQugJ„Ey�pgyrl¢ W/SIDEUFES DESIGN PRESSURE RATING WHERE A IN E PERFO MAN t REQUIRED TO. BE 15% OF. DESIGN PRESSURE NFIG I MAX WIDTH INSWING U' WiN INSWING BUMP R 0 S Z- IES HIGH D 0 S 4 0 S HP BUMP 0 S _ X + 0.0 -70.0 + 0. - +30.0 - .0 + -50.0 +50.0 -50.6 + -55.0 +Sfi.O -6.8' N A +20.0 -20,0 +3 .0 . -30. +5 A A OX or 0 4 +20.0 + .0 -30.0 +50.0 - 0.0 N A N A OX _ 112.5 +55.0 -5 .0 +5 .0 .0 N A +2 .0 -20.0 +30.0 -30.0 A N A OXXO 149 +55.0 -55.0 +550 -SS.O - N A - + 0.0 - + 0. sux + - 0.0 Lr) a Do O p p O cl: J F- (n ¢ 30 C L0 O�co W MLWnbNd1B �� Y P er: SWS i KUR7 13AL7NAZOR oanxwo No. FLORIDA P.E. DwG-wi-17.02n-17 gsss33 I oI, 3 i DETAILS"P" 1.376I 1 82' T 6' SEE DETAIL 3" 3' 6' B' 6' 3' _ _ 8 y D A _ w rc D L=6=rll1r fi' B' 6' 3• 6' _ 11 I I[L. a c SEE DETAIL #8 x 2" /%10 x 5/8" 8 x 2" #10 x 5/8" #10 x 1" #10 x 2-1/2" #10 x 1" IF10 x 5/8" DETAIL "C" b o N W NSEE DETAIL D w w O N a G 'UI_I I - 3.1 1 f L 1 f 6• e' #8x2" rld DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.9621 ± Tom' taT BUMPER O/S THRESHOLD T4 0/S THRESHOLD, 1 7.7-Sr' It.oa7' to HIGH DAM 0/S THRESHOLD HP 0/S THRESHQLQ ao J O o a ww a� h• 12 N EE DETAIL n H 8g ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 6ii�FOR A 1.375" THROW DETAIL "F" ASTRAGAL HOT MELT QMTOMER'-�, 46 1 1-1/2- PHS -.1 HOT MELT 1/7. 911E CLASrOMM urymoa TYPICAL GLAZING DETAIL BQN_-1b1PACT. GLASS AO�nAmbY�J�� fa�Np:. A72'ot1• W.. SEE DETAIL "C" SHT. 2 1. . r I 1p. 9: 1 3-1 N O V U N SEE DETAIL J 'D' SHT. 2 1 o� 6• 6' - - W a N 0 0 - a 3' —1 .6 t A [—3. 3 3 6' HARDWARE SCHEDULE 1. 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ®II MENT DST IL 1.25 F ,; 2. 4" X 4" FULL MORTISE BUTT HINGES. 1. ANCHOR A SIGNED AN LYSIS FOR LOADING CONDITIONS PREPARED, MIN- SEALED BY ROBERTO — 25'- p. -- HIM t•xt/2• CORRUGATED #10x2' WOOD SCREW LOMAS, PE 3' OM E(CH END 6 FROM EACH END AND 7 oC AND 12' Dc (FLORIDA � FASTENER 2514) WITH THE LOWEST (LEAST) TING FROM THE DIFFERENT FASTENERS cL—� �— , I BEING CON THRESHOLD #10 WOOD DERED FOR USE. JAMB, HEAD, AND. FASTENERS ANALYZED FOR THIS UNIT INCLUDE CREWS OR 1/4" TAPCONS, A PHYSICAL Ac SHIM MUST E PLACED IN SHIM SPACE AT EACH ANCHOR TYPICAL MASONRY ACR C �cl LOCATION. APCON EDGE DISTANCE MIN 2 ANCHOR INSTALLATION cwnUc WOOD SCR EDGE DISTANCE MIN 3/4". I COMBINATION WOOD COMBINATION 2. THE WOOD CREW SINGLE SHEAR DESIGN VALUES COME FROM ,'• x 1.50' MIN WOOD MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT —p,26' u (3) 610x2—t/2' OF 1-1/2" MINIMUM EM INIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE EDMENT OF 1-1/4". I �- VioD0 SCREWS EACH END A*dimlD= 3. WOOD BUCK TRANSFER L BY OTHERS MUST BE ANCHORED PROPERLY TO ADS TO STRUCTURE. CL — �' ® fl D0, 4. MINIMUM DE GN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) L. Roberto Lomas P.E. Woodford Rd. ville. NC 27023 Product: Single door Tx 6'8" (Wood Frame) Manufacturer: Masonite Report #: 514010 Date: 05/01 /2017 i analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to product described herein. These calculations comply with requirements of the Florida Building Code. :hor capacity in shear condition: i members w/ S w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fv = 4,650 psi Main member dowel bearing strength: F = 3,350 psi Side member dowel bearing length: 1s = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode Im Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 Zm= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs KD = 2.400 KD = 2.400 KD = 2.400 Duration Factor: CD = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor I members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: t,= 0.048 in Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F., = 61,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I, = 1.140 in Mode I, Mode I, Mode II qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003 P = 13397 Ibs P = 884 Ibs B: 1.07 KD = 2.400 KD = 2.400 C:-4038.9 Zm= 5582 Ibs Z; 368 Ibs P = 2287 Ibs KD = 2.400 Min. Design value: Z= 163 Ibs Z= 953 Ibs Duration Factor: CD = 1.6 Allowable Design Value (ZCo): Z.= 262 Ibs/anchor Mode III, A: 0.00059 B: 0.57 C:-3864.9 Ms = 46.8 in-Ibs P = 2126 Ibs KD = 2.400 Z= 686lbs Mode III, A: 0.00033 B: 0.5 C: -267.7 Mm = 46.8 in-Ibs P = 420 Ibs KD = 2.400 Z= 175 Ibs Mode IV A: 0.0006 B: 0.000 C: -93.6 P = 392 Ibs KD = 2.400 Z= 163 Ibs Fastener type: 1/4" ITW Tapcon N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs Actual edge distance: 2.50 in Reduction factor: 0.85 ````l,, Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs R Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs ``'K. �• L d t _ I��, Actual spacing: 3.00 in Reduction factor: 0.91 1 v♦ ♦�\Cj E iP'',% Allowable Design Value WAN): Z"= 155 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor `'*•'� Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 'gib w arz � ♦ TAT O . i'k,� hor calculations, minimum required anchors ✓♦ �. 36.38 Design pressure: 85.0 psf 'y 0R0jiQ. ♦\Z':� A2 i A2 79.25 Al Zone Area z (ft) Load (Ibs) Ind, (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2.3 195 N/A N/A 155 2 98 R- A, 7.7 656 6.00 18.00 155 5 131 OK ONALtE��``� Luis R. Lomas!P.E. FL No.: 62514 1 of 2 5/2/2017 I I i Roberto Lomas P.E. Woodford Rd. ville, NC 27023 79.25 36.38 18.19 6.00 TYP. 6.00 TYP. 1 6.00 13.45 MAX. O.C. i i 6.00 Manufacturer: Masonite Report #: 514010 Date: 05/0112017 Ilation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2 of 2 Luis R. Lomas P.E. FL No.: 62514 56,2017